Results 31 to 40 of about 7,834 (224)
Comparison of behaviour of laterally loaded round and squared timber bolted joints [PDF]
In the current European standards for design of timber structures, the issue of timber-to-timber joint type is addressed only to squared timber, which makes the pinpointing of the round timber bolted joints load carrying capacity near-unfeasible due to ...
Klajmonová, Kristýna, Lokaj, Antonín
core +3 more sources
Experimental analysis of laterally loaded nailed timber-to-concrete connections [PDF]
This work intends to assess the accuracy of the methodology proposed in the Eurocode 5 for laterally loaded nailed timber-to-concrete connections. First, the adequacy of the methodology proposed by Eurocode 5 for the dowel-type fasteners is analyzed ...
Branco, Jorge M. +2 more
core +1 more source
In this study, dowel tensile strength values of wooden length joints prepared using dowels obtained from ash (Fraxinus excelsior Lipsky), chestnut (Castanea sativa Mill.) and oak (Quercus petraea Lieble) were investigated.
Abdurrahman KARAMAN +2 more
doaj +1 more source
Empirically derived connection design properties for Guadua bamboo [PDF]
Three connection design properties (dowel embedment strength, slip modulus and screw withdrawal capacity) were determined for one species of bamboo (Guadua angustifolia Kunth) using experimental methods adopted from timber engineering.
Malkowska, Dominika, Trujillo, David
core +1 more source
Study on the tensile strength of ready-to-assemble and fixed corner joints on medium density fiberboard [PDF]
In this research measurement and comparison of tensile strength of disassemble and fixed joints made with members out of MDF were investigated. Experimental joints were made with connectors, such as hardware pieces, elite, dowel, screws and biscuits ...
Mohamad Ghofrani +2 more
doaj
STRUCTURAL BEHAVIOR OF TIMBER-STEEL-JOINTS WITH EITHER DOWEL-TYPE FASTENERS OR CONTINUOUS JOINTS
For the development of a new hybrid construction method combining the materials steel and timber for linear load-carrying elements subjected to bending loads, different joining methods were investigated. The joining methods were 1) dowel-type fasteners, partly in combination with higher friction in the shear plane and 2) continuous joints, mainly by ...
Aurand, Simon +4 more
openaire +2 more sources
Research on the Optimum Embedment Depth of the Dowel Pins into the Particleboard Joints [PDF]
In this paper the authors intend to present the results of the experimental research on the dowel joints applied for 18mm particleboard panels, in order to determine the optimal embedment depth of the dowels, depending on the mechanical resistance of
Adriana FOTIN, Luminiţa-Maria BRENCI
doaj
The structural performance of a novel hybrid dowel, made of a densified wood-filled aluminum tube (DWFAT), for structural timber joints was investigated experimentally, for the first time.
Marie-Gabrielle Tétreault +3 more
doaj +1 more source
Performance Evaluation of Open Graded Base Course with Doweled and Non-Doweled Transverse Joints [PDF]
The objectives of this study were to investigate the performance of 20-year old doweled/non-doweled and dense-graded/permeable base test sections on three concrete pavement segments in Wisconsin: USH 18/151 in Iowa and Dane counties, STH 29 in Brown ...
Crovetti, James +2 more
core +1 more source
Abstract Purpose A single hip–knee–ankle angle (HKA) angle does not reflect the biomechanics of native, arthritic or prosthetic knees. Since HKA varies throughout flexion, dynamic coronal alignment is best represented by a kinematic curve plotting HKA against the range of motion.
Petros Ismailidis +3 more
wiley +1 more source

